HomeMy WebLinkAbout03090037 Site Plan
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Schneider
This Pial Plan Prepared for.
mlNITY HOMES
tlot I 57, containing 16,.366 S.f.t, in
The lakes at Hayden Run
Section # 1
Instrument # 200200077647
P.C. # 3, Page # 69 .
3207 ROI.\~ BEND (50'R/'Hl
Prepared Dote: 08/15/03 : By. ANB
(HOUSE CHANGE)
Revised: 08/28/03 BR
Comm'unity Restrictions:
Side Yard = 6' BH
" Rear Yard = 20'
Aggregate =n/a'(B.H.)
mlNITY HOMES
Finished Floor Elevation information
Pad Grade = 912.6 per pion
Pod Grade + 0.33' = Garage (912.93)
ffE Garage ffE + 1.04' = Residential
. ffE.(913.97)
Residential FFE - 9.0' = Basement
ffE(904.97)
Note : The garage finished floor devotion
is 2.0' above the curb at the drive, per
pion. .
Sod Calculations:
Drive = 1,040 SH
Public Walk = 241 Sft
Private Walk = 44 Sft
. Rear Yard = 9,29B Sft
Sod = 488 SYt , rrom rear of hame.
,: Dennis L Grumpp, duly licensed ~rid
Surveyor, Indiana , 50303, do
hereby certrfy that In my opinion. if
the finished grades ore constructed
as shown, the Surface Drainage on
the subject lot, will be satisfactory
for Residential Construction.
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The Schneider CorporaUon
8901 OtiIAvenue
H1storIc Fort Harri80n
In_ IndiaDa <S21'-I037
317-820-7100
317-820-7200 fa
lnjIuorlna
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GIS'US
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Plot Plan legend
I]iH!]] Proposed Grades
000.0 Existing Grades
__ 000.0-- Contour Grade
* Approx. lateral location
- . - Sanitary Sewer lines
-,,~ Storm Sewer lines
- '\J - Water Service lines
- - - - - - - Sub-Surface Drain Unes
. Monh~e (Sanllary or Storm)
.. Beehive Inlet (Storm)
11II Curb Inlet (Storm)
D End Section (Storm)
.... P.. H)<Irant
- ... - ... -Flow Une of swate
Note: Sanltory Sewer
Top at Co.sling tntOlmatian
Upstream Manhole, . TC= 912.00
Downstream Manhole, TC= 910.80
per pion.
Note: 8u~der to ensure
positive drainage away from
structure(s).
Note: Sump pump(s) 10 be
placed by builder as needed.
Note: The contractor Is to maintain a
minimum distance of ten feet (10')
between the sanitary sewer and water
line laterals.
Note:
This drawing Is based on construction plans or record draw{ngs,-
and is not based upon a field survey. The Schneider Corporation
does not warrant the accuracy or sufficiency of this Information.
Contractors should verify existing conditions prior to any'
construction. Any discrepancy found on this drawing should be
reported \0 The Schneider Corporation immediately, failing to do
so results in the contr~ctors assumption of all liabRity.
Note.:
The~sement elevation, depicted hereon, has been determined
and based upon the pad grades and/ar cant",rs taken from the
construction pions for this subdivision. Unless stated, no
Infonnation about fluctuating water tables, soa conditions, or soil
types has b"een provided or slaled on said plans. It \s .
recommended that the basement fmished floor e1evalionsbe at
least two feet (2') above the normal pool elevation of any.
adjoining bodies of water, unless a ,stud~ of facts reveals
otherwise. If during the excavation process Clny ground water is
witnessed, The Schneider Corporation should be notified 'f
immediately. The basement elevation should be raised two feet
(2') above the ground water, and additional construction ,
techniques should be incorporated to alleviate future problems.
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~ssumed North
ScoIe : I" = 30'
DelaD af t)picol Ground
Water flow pattern for
indMduallots.
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~EV~SED
Q.,;;c'", lID 5a't 0.. ..Ie,
1010 E"iI&lS,o,.l ow GllolllGe.
POND #1
N.P. = 900.70
100 YEAR= 905.88
REIIlSES HOUSE
09-16-2003 EAS